IS CODES -CIVIL(Strl.)IS CODES -CIVIL(Strl.)

VKMEHTAVKMEHTA

MAIN CODESMAIN CODES

CODE OF PRACTICE FOR PLAIN & REINFORCE CODE OF PRACTICE FOR PLAIN & REINFORCE CONCRETECONCRETE IS:456-2000 IS:456-2000

CODE OF PRACTICE FOR GENERAL CODE OF PRACTICE FOR GENERAL CONSTRUCTION IN STEEL CONSTRUCTION IN STEEL IS:800-2007 IS:800-2007

CODE OF PRACTICE FOR DESIGN LOADSCODE OF PRACTICE FOR DESIGN LOADS

IS:875 PART 1 TO 5IS:875 PART 1 TO 5 CRITERIA FOR EARTHQUAKE RESISTANT CRITERIA FOR EARTHQUAKE RESISTANT

DESIGN OF STRUCTURES :DESIGN OF STRUCTURES :

IS:1893 (PART-1 & PART -4)IS:1893 (PART-1 & PART -4)

CODES FOR FOUNDATION CODES FOR FOUNDATION DESIGNDESIGN

CODE OF PRACTICE FOR DESIGN &CONSTRN. CODE OF PRACTICE FOR DESIGN &CONSTRN. OF OF PILE FOUNDATIONSPILE FOUNDATIONS IS:2911.IS:2911.

CODE OF PRACTICE FOR STRUCTURAL CODE OF PRACTICE FOR STRUCTURAL SAFETY OF BLDGS - SHALLOW SAFETY OF BLDGS - SHALLOW FOUNDATIONS IS:1904.FOUNDATIONS IS:1904.

CODE OF PRACTICE FOR DESIGN & CONSTN. CODE OF PRACTICE FOR DESIGN & CONSTN. OFOF RAFT FOUNDATIONSRAFT FOUNDATIONS IS:2950IS:2950

CODE OF PRACTICE FOR DESIGN & CONSTN. CODE OF PRACTICE FOR DESIGN & CONSTN. OFOF MACHINE FOUNDATIONSMACHINE FOUNDATIONS IS:2974.IS:2974.

RCC DESIGN RCC DESIGN CRITERIA FOR BLAST RESISTANT DESIGN OF CRITERIA FOR BLAST RESISTANT DESIGN OF

STRUCTURES( FOR EXPLOSIONS ABOVE STRUCTURES( FOR EXPLOSIONS ABOVE GROUNDGROUND ) IS:4991.) IS:4991.

EARTHQUAKE RESISTANT DESIGNEARTHQUAKE RESISTANT DESIGN & & CONSTN. OF BUILDINGSCONSTN. OF BUILDINGS IS:4326.IS:4326.

C.O.P. DUCTILE DETAILING OF R.C. C.O.P. DUCTILE DETAILING OF R.C. CONCRETE STRUCTURES S. T. SEISMIC CONCRETE STRUCTURES S. T. SEISMIC FORCESFORCES IS:13920.IS:13920.

C.O.P. FOR CONCRETE STRUCTURES FOR C.O.P. FOR CONCRETE STRUCTURES FOR STORAGE OF LIQUIDSSTORAGE OF LIQUIDS IS:3370.IS:3370.

CRITERIA FOR DESIGN OF RCC CHIMNEYSCRITERIA FOR DESIGN OF RCC CHIMNEYSIS:4998.IS:4998.

STEEL STRUCTURAL DESIGNSTEEL STRUCTURAL DESIGN USE OF COLD FORMED LIGHT GAUGE STEEL USE OF COLD FORMED LIGHT GAUGE STEEL

STRL. MEMBERS IN GENERAL BUILDING STRL. MEMBERS IN GENERAL BUILDING CONSTRUCTIONCONSTRUCTION IS:801.C.O.P. FOR IS:801.C.O.P. FOR USE OF STRL. STEEL IN OVERHEAD USE OF STRL. STEEL IN OVERHEAD TRANSMISSION LINE TOWERSTRANSMISSION LINE TOWERS IS:802.IS:802.

COP FOR USE OF STEEL TUBES IN GENERAL COP FOR USE OF STEEL TUBES IN GENERAL

BUILDING CONSTRUCTIONBUILDING CONSTRUCTION IS:806.IS:806. C.O.P. FOR USE OF METAL ARC WELDING FOR C.O.P. FOR USE OF METAL ARC WELDING FOR

GENERAL CONSTRUCTIONGENERAL CONSTRUCTION IS:816.IS:816. C.O.P. FOR DESIGN & CONSTRUCTION OF C.O.P. FOR DESIGN & CONSTRUCTION OF

STEEL STEEL CHIMNEYCHIMNEY IS:6533IS:6533

IS STANDARD PUBLICATIONSIS STANDARD PUBLICATIONSCONCRETECONCRETE

SP-16 DESIGN AIDS FOR REINFORCED SP-16 DESIGN AIDS FOR REINFORCED CONCRETE TO IS 456-1978.CONCRETE TO IS 456-1978.

SP-22 EXPLANATORY HANKBOOK ON CODE SP-22 EXPLANATORY HANKBOOK ON CODE FOR EARTHQUAKE.FOR EARTHQUAKE.

SP-24 EXPLANATORY HANKBOOK ON CODE SP-24 EXPLANATORY HANKBOOK ON CODE FOR PLAIN &REINFORCED CONCRETE FOR PLAIN &REINFORCED CONCRETE IS456:1978.IS456:1978.

SP-34 HANK BOOK ON CONCRETE SP-34 HANK BOOK ON CONCRETE REINFORCEMENT & DETAILING.REINFORCEMENT & DETAILING.

BIS SPECIAL PUBLICATIONSBIS SPECIAL PUBLICATIONSSTRL STEEL STRL STEEL

SP6(1 TO 7)SP6(1 TO 7) 6.1 STRL STEEL SECTIONS.6.1 STRL STEEL SECTIONS. 6.2 DESIGN OF BEAMS & GIRDERS.6.2 DESIGN OF BEAMS & GIRDERS. 6.3 DESIGN OF COLUMNS6.3 DESIGN OF COLUMNS 6.4 DESIGN OF BOLTS.6.4 DESIGN OF BOLTS. 6.5 LIGHT GAUGED SECTION.6.5 LIGHT GAUGED SECTION. 6.6 PLASTIC DESIGN6.6 PLASTIC DESIGN 6.7 SIMPLE WELDED GIRDERS.6.7 SIMPLE WELDED GIRDERS.

SP-38 HANKBOOK OF TYPIFIED DESIGN OF ROOF SP-38 HANKBOOK OF TYPIFIED DESIGN OF ROOF TRUSSESTRUSSES

SP-40 STEEL PORTAL FRAMESSP-40 STEEL PORTAL FRAMES

NATIONAL BUILDING CODE NATIONAL BUILDING CODE OF INDIA 2005OF INDIA 2005

•PROVISION OF ALL BUILDING RELATED CODES PROVISION OF ALL BUILDING RELATED CODES

INTERWOVEN INTO SINGLE CODE.INTERWOVEN INTO SINGLE CODE.•FIRE & SAFETY FIRE & SAFETY •BUILDING MATERIALBUILDING MATERIAL•STRUCTURAL DESIGN ASPECTSSTRUCTURAL DESIGN ASPECTS

• FOUNDATIONFOUNDATION• RCC STRUCTURERCC STRUCTURE• STEELSTEEL

•SERVICES( AIRCONDITIONING/ESCALATOR/LIFT SERVICES( AIRCONDITIONING/ESCALATOR/LIFT /PLUMBING / LANDSCAPING ETC)/PLUMBING / LANDSCAPING ETC)

ATTACHMENTS

IS 875:-DESIGN LOADS FOR BLDGS.& IS 875:-DESIGN LOADS FOR BLDGS.& STR.STR.

(OTHER THAN SEISMIC)(OTHER THAN SEISMIC) PART 1 DEAD LOADSPART 1 DEAD LOADS PART 2 IMPOSED LOADSPART 2 IMPOSED LOADS PART 3 WIND LOADSPART 3 WIND LOADS PART 4 SNOW LOADSPART 4 SNOW LOADS PART 5 SPECIAL LOADS & LOAD COMBINATIONS.PART 5 SPECIAL LOADS & LOAD COMBINATIONS.

TEMPERATURE EFFECTSTEMPERATURE EFFECTS HYDROSTATIC & SOIL PRESSURE.HYDROSTATIC & SOIL PRESSURE. STRUCTURE SAFETY DURING CONSTRCUTIONSTRUCTURE SAFETY DURING CONSTRCUTION ACCIDENTAL LOADS.ACCIDENTAL LOADS. LOAD COMBINATIONSLOAD COMBINATIONS

1893 :CRITERIA FOR EARTHQUAKE 1893 :CRITERIA FOR EARTHQUAKE RESISTANT DESIGN OF STRUCTURESRESISTANT DESIGN OF STRUCTURES PART 1(2002) fifth RevisionPART 1(2002) fifth Revision

GENERAL PROVISION IN BUILDINGS.GENERAL PROVISION IN BUILDINGS. PART 2*PART 2*

LIQUID RETAINING TANKS(GROUND & ELEVATED).LIQUID RETAINING TANKS(GROUND & ELEVATED). PART 3*PART 3*

BRIDGES & RETAINING WALLSBRIDGES & RETAINING WALLS PART 4(2005)PART 4(2005)

INDUSTRIAL STRUCTURE INCLUDING CHIMNEYINDUSTRIAL STRUCTURE INCLUDING CHIMNEY PART 5* DAMS & EMBANKMENTSPART 5* DAMS & EMBANKMENTS

* to be issued?* to be issued?

IS 3370:-LIQUID RETAINING IS 3370:-LIQUID RETAINING STRUCTURESSTRUCTURES

PART 1 GENERALPART 1 GENERAL PART 2 RCCPART 2 RCC PART 3 PRESTRESSEDPART 3 PRESTRESSED PART 4 DESIGN TABLESPART 4 DESIGN TABLES

IMPOSED LOADS AS PER EIL IMPOSED LOADS AS PER EIL DESIGN BASISDESIGN BASIS

Process Building/Technological Structure Process Building/Technological Structure (Open/Enclosed type)(Open/Enclosed type) Operating areaOperating area -- 5.0 kN/m5.0 kN/m22

Maintenance areaMaintenance area -- 7.5 kN/m7.5 kN/m22

Compressor House/TG houseCompressor House/TG house Operating areaOperating area -- 7.5 kN/m7.5 kN/m22

Maintenance areaMaintenance area -- 7.5 kN/m7.5 kN/m22

  Substation/Control RoomSubstation/Control Room Panel floorPanel floor -- 10.0 kN/m10.0 kN/m22

* FOR OTHER AREA REFER DESIGN BASIS * FOR OTHER AREA REFER DESIGN BASIS

FIGURE 1 OF IS875 PART 3FIGURE 1 OF IS875 PART 3

SPEED VARIES FROM 33 TO 55M/S

SEISMIC ZONE OF INDIASEISMIC ZONE OF INDIA

!!!!!!!!

THANK YOU!THANK YOU!